Housing Urban and Rular Development Government Departments Closing in 0 days TDR #49857529

Tender For Changing Facade Of Civil Station At Kalpeni

Issued by Government Departments · kalpeni, Lakshadweep
Tender Value
24.95 Lakhs
Estimated cost
Bid Submission
16 Jul 2025
0 days left
EMD
49907
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
kalpeni → Lakshadweep
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Changing Facade Of Civil Station At Kalpeni

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 11-Jul-2025 Corrigendum I (Changing Facade of Civil Station Kalpeni) Date 16-Jul-2025

BOQ

Name of Work :Changing Facade of Civil Station at Kalpeni
Sl. No. Item Description
1DEMOLITION
2Demolishing R.C.C. work manually/ by mechanical means including stackingof steel bars and disposal of unserviceable material within 50 metres lead asper direction of Engineer - in- charge.
3Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material to the nearest engineering site as per direction of Engineer - in - charge
4Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead: Of area 3 sq. metes and below
5Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C.or R.B. work (Payment shall be made on the cross sectional area of R.C.C. orR.B. work) as per direction of Engineer-in-charge.
6Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge
7Demolishing brick work manually/ by mechanical means including stacking ofserviceable material and disposal of unserviceable material within 50 metreslead as per direction of Engineer-in-charge.In cement mortar
8EARTH WORK
9Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sq.m on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, The rate quoted should be inclusive of dewatering. All kinds of soil.
10Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
11Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
12Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level . Concrete of M30 grade with minimum cement content of 350 kg /cum.
13Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum.
14Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-550
15Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-550
16Providing fusion bonded Epoxy coating not less than 175 micron thickness and upto 300 micron to reinforcement barsof any diameter as per IS-13620-1993/ ASTM-775 M including repairs to cut ends,welded spouts and handling damages with reccomendedliquid epoxy compatible with the coating and testing of coating at plant etc complete as directed by engineer ion charge.
17Centering and shuttering including strutting, etc. and removal of form for Foundations, footings, bases of columns, etc for mass concrete including cost and conveyance of all materials, labour charges etc. complete at all levels as directed by Engineer-in-charge
18Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers
19Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts
20Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform
21Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
22Centering and shuttering including strutting, propping etc. and removal of form for all heights : Edges of slabs and breaks in floors and walls. Under 20 cm wide
23Providing and laying autoclaved aerated cement blocks masonry with 150mm/ 230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
24Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
25Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
26Providing and fixing stainless steel(grade 316) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
2712mm cement plaster of mix1:4 (1 cement : 4 fine sand) including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels - Internal plastering
2815 mm cement plaster on the rough side of single or half brick wall of mix : : 1:4 (1 cement: 4 fine sand)
296 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
30Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
31Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour Old work (one or more coats)
32Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for fixing rebar.Embedment depth as mentioned from the Structural consultants, including supplying two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The approved chemical shall beinstalled in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,liftetc complete as directed by Engineer-in-Charge at all levels. (The above work shall be carriedout by an agency having sufficient experience. Only skilled and experienced persons shall be employed for this purpose.) For fixing 10mm Dia bar with a hole dia of 12- 14 mm. (Excluding the cost of reinforcement )
33Providing and fixing high-performance galvanized steel M12 anchor rod of 125 mm length, 8.8 grade strength of approved make including cost and conveyance of all materials, labour charges, lead, lift, etc complete as directed by Engineer-in-Charge at all levels.(The above work shall be carried out by an agency having sufficient experience.
34Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
35Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats
36Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge.
37Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/ appropriate Zsections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessaryfilling up the gaps at junctions, i.e. at top, bottom and sides with required EPDMrubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required including cleatangle, Aluminium snap beading for glazing / paneling, C.P. brass / stainlesssteel screws, all complete as per architectural drawings and the directions ofEngineer-in-charge. (Glazing, paneling and dash fasteners to be paid forseparately) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
38For shutters of doors, windows & ventilators including providing and fixinghinges/ pivots and making provision for fixing of fittings wherever requiredincluding the cost of EPDM rubber / neoprene gasket required (Fittings shall bepaid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
39Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness)
40Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide P A 6 grade sleeve, including drilling of hole in frame, concrete/masonry, etc. as per direction of Engineer-in-charge.10x120 mm
41Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:100x10 mm
42Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 asperIS:1868)transparentordyedtorequiredcolourorshade,withnecessaryscrewsetc. complete:125mm
43Supplying and fixing 100mm mortice cylinder lock for aluminium door with following specification. a)Hook bolt has to be made of MS and SS for end plate and strike plate with lock set of size minimum 37mm, back set of min 20mm and hock bolt of min 18mm. b)Cylinder should be made of brass with minimum weight 0.20kg with nickel plated brass key(3 sets) and it should be of 5pin brass tumbler mechanism
44Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper
45Procuring healthy grass free from weeds and foreign materials and laying on the soil medium as turfing,the rate include for grass cost, transport to site, cost and application of manure, planting, labour, supervision and maintenance for 2 months after plantingPearl Grass
46Procuring and planting specified nursery grown trees, shrubs and other plants .Rates include plant cost,transport, cost of manure, planting, labour,supervision and maintenance for 2 months after planting.Eugenia Topiary
47Procuring and planting specified nursery grown trees, shrubs and other plants .Rates include plant cost,transport, cost of manure, planting, labour,supervision and maintenance for 2 months after planting.Clerodendrum Inerme -Hedge
48Procuring and planting specified nursery grown trees, shrubs and other plants .Rates include plant cost,transport, cost of manure, planting, labour,supervision and maintenance for 2 months after planting.Murraya Exotica - Flower bush
49Supplying , stacking and spreading sludge / well decayed farm yard manure from thesource,Mixing earth and manure or in proportion specified or directed, Spreading ofdung manure or / and good earth in required thickness.and fine dressing the ground as per natural gradiantapproved by the engineer in charge incl. screening, loading, unloading, conveyance and stacking at site.
50Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
51Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-charge).
52MEP
53WIRING
54Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
55Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
56Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
572 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
582 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
592 X 4 sq. mm + 1 X 4 sq. mm earth wire
602 X 6 sq. mm + 1 X 6 sq. mm earth wire
61Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
6220 mm
6325 mm
6432 mm
65Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
665/6 A switch
672 way 5/6 A switch
6815/16 A switch
693 pin 5/6 A socket outlet
706 pin 15/16 A socket outlet
71Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
72Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
731 or 2 Module (75mmX75mm)
743 Module (100mmX75mm)
754 Module (125mmX75mm)
766 Module (200mmX75mm)
778 Module (125mmX125mm)
78Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
798 way , Double door
80Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
816 way (4 + 18), Double door
82Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
838 way (4 + 24), Double door
84Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
85Single pole
86Double pole
87Triple pole
88Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
89Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
9025 A
91Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
9240 A
93Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A \"C\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
94Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
95Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable PVC box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
96Group C
97Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable PVC box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
98Wiring for light point/ fan point / exhaust fan point / call bell point with 1.5 sq.mm FRLS PVC insulated copperconductorsingle core cable in surface / recessedmedium class PVC conduit,with modular switch, modular plate,suitable GI box and earthing the point with 1.5sq.mm.FRLS PVCinsulatedcopper conductor single core cable etc. as required for;
99Two light controled by one switch.
100S\" type M.S. fan hook fabricated from suitable dia. S.S. rod/Anger Bolt duly painted for fixing of ceiling fan. The \"S\" type hook shall be fixed to steel bar in RCC ceiling. The ceiling shall be replastered with sand, cement & neeru etc. The cost of labours for chipping out ceiling upto steel bar & fixing of \"S\" hook & resurfacing the ceiling is included in the cost of item
101Supply of the following sizes of Ladder Type FRP cable trays with vertical sides on both ends as per approved design and FRP supports with coupler plates spaced 300mm apart throughout the length as specified, including the cost of support hooks, fasteners, painting if required etc.( Contractor shall ensure to use corrossion free materials as support or fastening fittings)
102150mm(150x100x25)
103300mm(300x100x25)
104SITC of following Light Fixtures/Ceiling Fans / Exhaust Fans
105LED Downlight Recessed Fitting 15 W
106LED Downlight Recessed Fitting 12 W
107LEDRecessedLuminaire 36Watts
108LED Linear Fixture 20Watts 4ftSurface Mounted
109Mirror Light 5W
110Ceiling Fan -1200 mm ( BLDC)
111Exhaust Fan-450 mm
112Bollard Lights
11350W Flood Light
114LED STRIP LIGHT WITH DRIVER HAVE Aluminium powder coatedPROFILE -5 Mtr

AI Tender Summary

OUR REF NO 49857529
AUTHORITY Government Departments
TENDER VALUE 24.95 Lakhs
LAST DATE 16-07-2025
Authority
Authority Name Public Works Department
Work Description Tender For Changing Facade Of Civil Station At Kalpeni
Basic Detail
Tender No NIT No. 17/NIT/EE Kvt/2025-26
Bidding Type Tender
Location
City kalpeni
State Lakshadweep
Key Dates
Publish Date 11 Jul 2025
Submission Date 16 Jul 2025
Open Date 16 Jul 2025
Finance
Tender Value 24.95 Lakhs
Tender Fee Ref. Documents
EMD 49907
Exemption Not Available
Document List
7aba2942-d8c6-402a-a93e-c846ba9b13a1.html
BOQ_3434.xls
Tendernotice_4.pdf
Tendernotice_5.pdf
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf

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Tender Timeline

Jul 11, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 16, 2025
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 16, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 16, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

7aba2942-d8c6-402a-a93e-c846ba9b13a1.html

xls

BOQ_3434.xls

pdf

Tendernotice_4.pdf

pdf

Tendernotice_5.pdf

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

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